Project Plan Of Newhall Place Construction Essay

Project design Of Newh exclusively Place Construction EssayA brief physical description of the edifice (including architectural modal value and the materials used), its history and why it has been granted a listed status.Newh tout ensemble Place is located at Newhall Hill Birmingham West Midlands B1 3JH. It was built about 1860 and designed by H.R. Yeoville Thomason, who was also responsible for m either of Birminghams finest constructs. He designed the Council House and some(prenominal) of Colmore Row. The edifice was first occupied by a firm of merchants, Shaw Hawkes Co, notwithstanding by 1871 No. 16 had become the set forth of Phipps Pickering and Richard, Brewers. By the 1880s it had become part of the Newhall Wire Works in nigh George Street and is now a Gr fruit drink II Listed building.This imaginative courtyard tuition still retains often of this character from 19th Century with exposed beams, arched sash windows and an atrium style courtyard.The durability of a n arched window depends on the type of window used and the lieu, e excessly how much wear and tear it volition soak up in that bea of the home. There is also the fact that arched windows require special skill in the installation. The contractor volition need to frame-in the opening to accommodate the arched design, creation sure to install the good support. He/she should also carefully caulk and seal the arch to create a strong wet and air barrier. Without a strong seal, your window go out require costly repair down the road. (http//www.calfinder.com/ subroutine library/window/types/Arches-Bring-Style-to-Your-Windows)Every windows and doors seduce an arch or round on top of them, it seems like a gothic style as specially arranged with brickwork at the outer faade facing the path side. Consideration of the impact of the fit(p) versed layout of the building on a conversion project, in equivalence with modern formulation techniques. premiere of all, most of the historic al building preserved has its own characteristics in twain architectural or structurally design for purpose and its original use. Although most people may see to it to demolish the complete building or alter part of it when come to a project involving mixture of use or some other intend, the existent internal layout usually not capable to accommodate the in the buff design from the architect in footing of modern construction mode or techniques in link up to the purpose of use. The fundamental problems encompassing the allocation of body structure/partition wall, column, beam, staircase, basement, sky light, ceiling/false ceiling, drainpipe pipe and ducting.In frame to retain the front faade which is the study issue to maintain the arithmetic mean and architectural feature of historical building, most of the structural elements are not recommended to alter. It is not only not changing the appearance outside but the internal unflinching elements would not be suggested to modify since in structural aspect the main structure especially when constructed in brickwork most of the wall, column and beam wee the main structural framework. It is easy to notice that those elements are attached to each other in finicalised joints structure. In most case, it result be more wisely not to touch that part but considering how to reinforce and provide adequate lateral and vertical support to the faade and also the internal structure prior to and during the construction stage. Nowadays, most of the AA works would employ a structural engineer to investigate the existing structure and provide adequate nurseing in pasture to determine whether the structures serviceability is strong enough to mangleer the preventativeing during construction or for future use. One of the key factors of the modern construction in terms of structural stableness is spreading the loads by transferring to reinforced concrete column and beam which the load path is much more simple and consistent. With less r.c. structure wall partitions, the quadruplet within the accurate layout will be evoked remarkably as well as the tractableness for architect design. some other modern regularity is to construct a high grade r.c. core wall in the nerve center of the building like IFC 2 in Hong Kong, the main structure mint provide sufficient forcefulness so allow the structural steel elements to attach to and gum olibanum the reduction of r.c. beam and column will release more space and headroom. Such structural design female genitals give more flexibility in internal partitioning, where those partitions wouldnt form part of the structure hence future alternation and change of use butt end be facilitate. To conclude the above, there are much more limitations for old design building in compare with modern building in terms of fixed internal layout. Many examples in Hongkong such as 181 shopping mall (former police headquarter in TST) and Murray House in Stanle y selected not to ruin the fixed layout but renovate in aesthetic without touching the main structure.c) Consideration of underpinning pissproofing of basements upgrading and retrofitting of building service remedying dampness repair of masonry treatment of timber defects.UnderpinningFirst of all, it is recommended to employ a structural engineer to allow an investigation over the existing pedestals including the main structure, soil kick capacity, water table and so on First of all, a thorough inspection over the existing superstructure and the basement to reveal if there is any major and apparent crack over the main structure where the temporary supporting dodging can be determined and also the later(prenominal) main structure reinfor cement scheme can be assessed.Secondly, to check over the buried conception under the basement, adopt trial hole excavation with adequate lateral support at the backyard will be suggested. The fact of the condition of soil and also the existi ng primeation and the water table could be revealed. Meanwhile the bearing capacity would be obtained by checking with the adoption of method of plate-load test or the like. In our experience, raft foundation should be the most possible existing structure constructed in brickwork for such old building over 150 years.To head off the disturbance of the existing foundation, it is recommended to founder a partial excavation with comparative small field of operation in alternative pattern so not to remove too much support from the existing foundation subject to further abbreviation structural calculation after obtaining pertinent data from the inspections. Owing the building is only 2 stories high, thus mass concrete fill could be adopted since shadow partial excavation can be achieved without too many lateral support over the limited space due to the allocation of the building with one side facing the street and two sides abutted to side by side(predicate) buildings.Waterproof ing of BasementA black, mobile applied single-component moisture-cured bitumen modified polyurethane waterproofing system, which provides superior protection against the penetration of water. Bitumen modified polyurethane elastomer a two-component system is uncommitted, which does not depend on atmosphere moisture. Basic uses once cured, the liquid membrane allows refinement and contraction over a broad temperature range and maintains flexibility and waterproofing properties under continuous depiction to water above or below grade. It has a thixotorpic consistency and may be used on vertical as well as horizontal surfaces. The wide range of purposes including application over concrete, stone, brick, cement blocks, wood, metal, asbestos and most other surfaces.After the preparation of the wall surfaces and application of waterproofing membrane, render the wall and screed the stratum with one layer of cement sand protective layer. Sump pit system can be adopted in designated loca tion to prevent the failure of the membrane ruin the entire waterproofing system when leakage happen in the future. One layer of extruded polystyrene foam board then be fixed on top of the screed/render to provide a media to reduce the risk of condensation and also enhance the insulation of the entire basement tackle the temperature change. Finally, cover up with a layer of brick (to wall) and the floor with other layer of screed equipped with steel mesh in 2 layers (both top bottom) to form a unwavering protective system against external damage to the insulation/waterproofing membrane. Although the space inside will be reduced, still this could be the best waterproofing system to deal withupgrading and retrofitting of building services electricalSince the entire building used brickwork for construction and structure. To avoid damage or further deteriorate the brickwork, electrical conduit shall be fixed on the existing brickwall without forming a trench for conceal. It may be l ooking shinning of the GMS conduit finishes but rouge should be considered to apply to match with the tone of the wall design.MVACIt is recommended to provide sufficient MVAC system to both the amphetamine lower basement due to the confined area below cast anchor level. Installation of ducting within the premises would not be a problem by fixing expansion bolt to the soffit of ceiling. On the other hand, the EAD shall be designed to run along the exterior wall at the backyard to higher level. In order to ensure the architect design and the aim of aesthetic, simply install false ceiling system would return the interior more neat and unify where the exterior pipe/duct can be cladded with atomic number 13 cladding or GRC panel to match with the existing finishes.The Variable refrigerant volume (VRV) system will be selected for air conditioning system based on easy to install, small installation space and easy to repair, the installation methods like the Split-Type Air Conditioning . The Mechanical Ventilation system will install private the intake and have fan in class room and corridorsFig. xxxxFire serveTo comply with the in vogue(p) government ordinance and statutory regulation, it is advised that to appoint several design in terms of the discoverings in FS aspect.To improve the extinguishment and containment system, the ceiling will require install sprinkler system (Fig. xxxxx).Fire rated doors will install amid the escape route and corridor area in each floor for isolate the fire occurred.Portable firefighting equipment, involve fire extinguishers, fire blankets and sand buckets.Fixed firefighting equipment, included Hose reels, Sprinkler system ,Fig. xxxx, and Firefighting liftFig Sprinkler governing bodyPlumbing DrainageThe major problem will be related to the under grease drainage system, what can be seen above ground level should be relatively easier either retain or depart subject to the new architect layout. The u/g drainage shall be rede sign subject to the accessibility of existing sub-structure. It may not be difficult to relocate the existing manhole but it needs to be using the previous opening inside the u/g structure to avoid disturbance of the stability or otherwise too many alternation will affect the boilersuit rigidity of entire structure, afterwards cost/time implication to the project may be enhanced.Part Two.Q1 Your Client has retained your keep company as Project Managers (offering a full range of services ranging from Professional Design services together with Health and resort).As a Principal Contractor / CDM Coordinator prepare a detailed Health and arctic Risk Assessment to accompany the tender documentation for the destruction and / or refurbishment of the existing buildings dissonanceNoise may be defined as sound undesired by the recipient. Besides being a abuse, hurly burly may interfere with working efficiency, cause accident and most important for resulting in hearing loss to employee .In deciding what the noise check over measures to provide, the essential thing is to start a noise assessment to determine what exactly the ideal figure of sound reduction. The sequence will be as below-Assessing neighborhood noise.Assessing noise (Including noisy plants equipment) generated on site.Deciding the most modify noise sensitive receiver.Comparing the quantitative data calculated from 3 steps before.Making reference to the veritable statutory regulations.Setting the specific limit.Deciding the noise source.Setting the individual secure measure by the agent of the followingSubstitution (replace equipment with silenced type).Enclosure (enclose equipment by outer wall with inner cladding of an acoustically absorbent).Silencers (add).Screens (provide with acoustic screens).Assessing noise level generated on site.Reviewing monitoring the status.Action level can be determined for actions. A report in the prescribed form shall be submitted to the relevant department as soon as possible.For exceeding First Action Level, a warning notice shall be displayed for condition of distance for noisy machines or tools.Between First and Second Action Levels a daily individualized noise exposure between 85 and 89.9 dB(A), when employees are exposed, the site are infallible to provide suitable approved ear protectors to employees who request for them.Between Second and Peak Action Levels a daily face-to-face noise exposure of 90 dB(A) a peak sound pressure level of 140 dB or 200 Pa, the site are required to provide suitable approved ear protectors to employees and employ them to use mightily.Having finished each assessment, a list will be generated to inform all subcontractors how cold are the hearing protection zone are. The General top dog / Foreman should post noise labels and follow the rules in the different action levels.DustDusts usually fall into three groups when considered as hazards. They are toxic, nuisance and fibrosis producing. Adequat e ventilation, efficient body suppression, good housekeeping and proper personal protection are required to control dust explosions.Basically, substituting a less dangerous material for those from which dust arises is a method to control.To arrest the dust and collect it as near as possible to the point of origin, local exhaust ventilation is needed to install.To be effective, a mask must be fitted carefully and must be kept clean and the filter must be replaced when inevitable.To enclose a work process that produces dust is also a method we can take.In spite of all precautions, some dust will always escape from the plant. It must be prevented from accumulating in workrooms by the regular and frequent cleaning of all parts of rooms and plant.First-aid FacilitiesAdequate number of first-aider and facilities in accordance with the law should be provided on site. It may have saved the casualtys life through and through the application of appropriate first aid measures. However, his l ife can be lost through rough handling or careless transportation procedures. Before you move to move the casualty.HousekeepingThe laws including F IU Ordinance Regulations, Air Pollution Control Ordinance (Cap. 311), Occupational Safety and Health Ordinance, Construction Sites (Safety) Regulations, Air Pollution Control (Open Burning) Regulations and Air Pollution (Construction Dust) Regulations demand us to have a good housekeeping.The common hazards on site are openings, projecting nails or metal fragments at dumping area etc. Removing debris frequently is better than dealing with them after being full-bosomed to a large amount and has advantages both in save time and money.Rag, oil, grease should be regarded as chemical waste.Waste paper or cans should be kept in rubbish bin, which is removed in a flash if full. Waste reinforcement or other valuable materials should be saved in a particular place. in all tools or equipment should be kept in storeroom after used. A safe mean s of access shall be maintained up to the required standards.Removing projecting nails as quickly as possible. devastationEffective planning and monitoring are required to ensure that the end process or the partially demolished elements left at the end of each day of work does not pose any danger to the works, the general public and the adjacent properties.The General Foreman / Foreman shall provide all obligatory precautionary measures to protect the works, the building, the occupants, the public and other prior to commencement of the demolition works.The General Foreman / Foreman shall ensure the means of escape provisions as well as fire compartment of the premises are maintained throughout the Contract period both for the renovation area and the adjacent tenancies..Stability written report Including CalculationsA report on the stability of the building to be demolished is required during all stages of demolition if prerequisite.Temporary SupportsWhen temporary supports to st ructure is required, check the entire scaffolding assembly and utilities before demolition.Housekeeping bodily shall be properly stored.Access ways and work areas shall be free of obstructions.Waste shall be properly disposed of at least daily.Do not overload any members.Dangerous ZoneCordon off any identified dangerous zones.The site shall be locked up all the time. In order to avoid trespasser, the General Foreman / Foreman shall inspect the premise each shift prior to work.UtilitiesPermit-to-work system is activating.Electrical SafetyAll electrically powered equipment or hand tools, except double insulated hand tools, shall be grounded.Portable hand tools and electrically powered equipment shall be used with a circuit breaker.Electrical equipment shall be disconnected or the current otherwise interrupted while it is being adjusted or repaired.Outlets, switching, occasion boxes, etc. shall be covered.Exposed noncurrent- canalise metal parts of fixed equipment that may become ener gized under kinky conditions shall be grounded when in wet or damp locations.After demolitionClear away all debris.Secure boundary unless reinstatement has been made.Provide a Method Statement for the key stages of the entire project and a Construction Program identifying the key stages (i.e. this is not a definitive list) demolition, faade retention, temporary works, high water table etc.Foundation Underpinning1) Excavation shall be proceeded with respected to the structural engineer for adequate astuteness and the sequence prescribed.2) Lateral support shall be followed according the same manner to the desire depth.3) Concreting to the module of foundation as designed in alternative.4) Backfilling at not more than the specified depth of each layer, propping up shall be dismantled conquestively.Ground water controlIn some cases, the ground water conditions found during site investigation may change before or during site investigation. Such changes may be due to the construction of basements nearby, natural flooding or artificial causes, such as a stand up water main.The methods of ground water control may be divided into three broad groupspumping,cut-off walling, andspecial methods.The choice of method depends mainly on site conditions and on the soil characteristics. These include-size and locationthickness and type of soil stratamagnitude of water pressures in various strataproposed permanent structure relative to soil stratalength of time for which the excavation must be openprevention of damage to adjacent structures congressship between the proposed dewatering method and the construction sequence.DewateringPumping from sumpsWidely used in deep excavations for trench or basement. There are several major problems-Soil movement due to settlementGround affected by water flow towards sumpInstability at formation level in timber-framed excavations owing to upward movement of waterThe general solution is to dig sump at deferral of excavation below format ion level.Open SumpThe sump is usually formed away from the construction area in a corner of the excavation. The water is led into the sump, either by sloping the ground towards it or by using shallow garland drains which feed into the sump. Pumping from open sumps is limited to a maximal depth of about 8m.Jetted SumpIn this method, a hole is formed in the ground by jetting metal tube. A disposable intake strainer connected to a disposable flexible suction pipe is then lowered into the hole, and the void filled with sand filter media. This suction pipe is connected to a pump which pumps out the ground water. end1) Temporary support such as pace shore shall be installed at each floor prior to any demolition work commence.Demolition Work1) Statutory and contractual Requirements shall be followed and implement on site at all time.2) All demolition works shall be carried out in accordance with the Building (Demolition Works) Regulations, the Draft Code of trust for Demolition of Bui ldings as well as Building Department Practice Notes.3) Before any demolition work is commenced, a sufficient survey for proper identified of any structural problems and risk associated with combustible and hazardous substance, utilities etc.4) Location of Utilities4.1) The whole area, which is affected by any possible demolition works, shall be identified.4. 2) Plans or other suitable selective information about all utilities especially concealed pipes in the neck of the woods of the proposed works before any demolition work starts shall be obtained.4.3 ) Shut off, cap, or otherwise control all electric, gas, water, sewer and other service lines before demolition work is started. Permit-to-work system shall be activated.4.4) If it is obligatory to maintain any power, water, or other utilities during demolition, such lines should be temporarily relocated as necessary and/ or protected.4.5) plan on the proposed methods for handling and disposal of debris including the permissible temporary accumulation of building debris and the transportation route shall then be evolved.4.6) Stability Report with supporting calculations shall be generated.Faade Retention1) To design by the structural engineer with the project manager to investigate the most sparing and efficient method prior to determine the sequence of work.2) Provide suitable foundation at ground level and erect the steel prop above the temporary footing.3) Continued with the diagonal bracing and fanlight to form a stable framework floor by floor from bottom and up sequence, make sure the bolting is securely fixed.4) Floor slab shall be hacked off to let the framework going up and through the slab.5) The configuration of framework will be similar to fly racking shore.Your Client is also pertain that they discharge their statutory obligations under the CDM Regulations, in addition to the Health and Safety Risk Assessment. Explain the whole caboodle of the CDM regulations and how these affect them as d evelopers throughout the entire contract (i.e. demolition, new build and refurbishment).The lymph glands duty in relation to the health and safety institutionalise cabinet(1) The knob shall ensure that the CDM co-ordinator is provided with all the health and safety information in the guests possession (or which is reasonably obtainable) relating to the project which is likely to be needed for inclusion in the health and safety file, including information specified in regulation 4(9)(c) of the Control of Asbestos Regulations 2006(a).(2) Where a single health and safety file relates to more than one project, site or structure, or where it includes other related information, the client shall ensure that the information relating to each site or structure can be easily identified.(3) The client shall take just steps to ensure that after the construction phase the information in the health and safety file(a) is kept available for inspection by any person who may need it to comply wi th therelevant statutory provisions and(b) is revised as often as may be appropriate to make up any relevant new information.(4) It shall be sufficient compliance with paragraph (3)(a) by a client who disposes of his entire fill in the structure if he delivers the health and safety file to the person who acquires his interest in it and ensures that he is aware of the nature and purpose of the file.In anticipation that a project comprising of demolition, rescript and refurbishment, will proceed based on your recommendation, advise on the scope and nature of the project team. This should include the timing and sequence of appointments.Designer/Architect ConsultantsTo provide design of the architectural layout, featuring, what to be retained or demolishedTo provide detail information about the aesthetical features, design of lighting, furring and finishing to internal/external area.Professional Structural EngineerTo provide structural calculation and analysis for the followingsSoil bearing capacity and foundation upgrading designInspection to the substructure elements with remedial proposal of marriageInspection to the superstructure elements with remedial proposalTemporary lateral support for foundation workVertical/lateral support for the retention of faade unit and/or structural elements4. The Building teamBuilding is a group activity and its success depends on a good understanding and operation between a large number of people.The participants relate can be conveniently arranged into groups or teams according to their particular interest and /or date as follows-4.1 Client police squadThe client or the building owner has the responsibility for defining the building to suit needs, establishing and providing the necessary finances, agreeing design and construction phases, timetabling, and, of course, fulfilling the management and running of the completed project.A potential client must establish whether to build or not to build. Having decided that a new building is necessary to provide additional or alternative space, it is important that consideration is then given to when the space will be needed. Various problems are needed to be solved, such as land acquisition, establishment of rights, development permits, planning permission, building approval, contractor selection and subsequent erection.Most building is undertaken from money made available in the form of a loan therefore, interest rates are important. In this respect, the government has aspire influence and can use the building industry as a regulator for the economy of the country. at a time the money becomes available for a building, the client will require speedy action for its design, construction and subsequent use so that the lost interest, which would have been gained through alternative financial investments, may be speedily recouped. The total cost of a building must include the professional fees of the Design Team which the client appoints.4.2 User TeamUser Tea m forms a vital link between design concepts and built reality. An example of User Team is the advisory organization formed by the tenants of public housing.4.3 Design TeamThere are a great many people in a Design Team who concerned with supplying the design expertise which will make a building possible.Principal Designers broadly speaking include architects, interior designers, and building surveyors. They are responsible for the overall design of the project.Architects design and prepare the fruit information for most building projects. They will also inspect the construction work on site. intimate Designers can also prepare design and production information for a building, and provide supervision of work, but, they may be specifically concerned with the interior of a building and need additional advisers in order to deal with all the design and construction processes involved in total building.Building Surveyors are sometimes responsible for the design and supervision of cert ain building work although they are more usually carry out surveys of structural soundness, condition of dilapidation or repair, alterations/extensions to existing buildings and market value of existing buildings.specialiser Designers include civil and structural engineers, services engineers, and those concerned with specific aspects of architecture, including landscape, interiors, office planning, etc. They provide expertise concerning certain aspects of a building and whose requirements are often coordinated by the Principal Designer. For exampleHVACcommunicationsDrainage and plumbingElectricalFire servicesSecurity systemsCivil and Structural Engineers are active to assist Principal Designers on building projects which contain appreciable quantities of structural work, such as reinforced concrete, complex steel or timber work, or foundations which are either complex or abnormal.Services Engineers work with other designers and are concerned with environmental control lighting, h eating, air conditioning, and sound modulation electrical installations, plumbing and waste-disposal systems and mechanical services, such as lift installations and electrical conductors.Quantity Surveyors provide the cost control and financial advice to client, principal designers and specialist designers. They are responsible for preparing peckerwoods of Quantities. Also, during the actual construction period for a project, he must measure and value the work carried out at regular (monthly) intervals and submit details to the overall financial administrator (usually the principal designer) for payments from client to contractor. They also advises on the use of sums of money listed in the Bill of Quantities for contingency or provisional items, the cost of making variations in areas originally described in the Bills or indicated on the drawings, and settlement of the final account for the finished project.Depending on the precise nature of a project, the feature cost of these pro fessional fees will vary from between 12% and 20% of the final construction costs.4.3 look for TeamResearchers are those making understanding and development of current construction methods (materials and technical ability). The aim of the inquiry is to discover facts by means of scientific study and, in matters concerning building, covers a very wide area of knowledge requiring controlled programming of critical investigation of chosen subjects.4.4 Legislative TeamThey negotiate with the relevant governing to clarify certain legal requirements. Building Ordinance Office, Planning Department, Fire Services Department, Highways Department, Urban Council, etc.On site management level, a builder has to ensure that the building site maintains safe and legal conditions for employees, and that the general public should be adequately pro